Coppell Ind 2-LR130419 (2)
CONCRETE CYLINDER TEST REPORT
Tradepoint Center II
Creekview Road & Freeport Parkway
Coppell, Texas
REPORTED TO:REPORT NO.
Hillwood 313
3090 Olive Street, Suite 300
REG PROJECT NO.
18520
Dallas, Texas 75219
SAMPLE DATE:
03-22-13
ATTN: Mr. Kerry Roetzel
TECHNICIAN:
J. Bowers
PAGE:
1 of 1
CONTRACTOR:
Hillwood Construction Services
Location of Sample
Set Number Location Quantity Represented (c.y.)
1 Retaining wall: 150’N, 30’W from SE building corner 10/20
Design Information
Source of Concrete Mix Identification Specified Strength (psi)
Potter Redi-mix 9337 3000
Test Results
SetCylinder Age @ Total Load Compressive Average Strength
No. ID Date Tested Test(lbs.)Strength (psi) (psi)
1 5464 03-29-13 7 115630 4090
5464 04-19-13 28 170500 6030
5464 04-19-13 28 163890 5800 5920
5464 Hold H
Cylinder Data
Air ConcreteAir Unit
SetCylinder SlumpTime of Temp.Temp.EntrainmentWeightTicket
3
No. ID (inches)Sample(°F)(°F)(%) (lbs/ft)Number
1 5464 5.0 3:45 PM 50 61 1.9 149.2 N/A
Note: (1) Concrete was sampled in accordance with ASTM C-31
(2) Concrete cylinders were tested in accordance with ASTM C-39
E-MailSubmitted by:
Distribution:
(1) Hillwood/Mr. Kerry Roetzel
REED ENGINEERING GROUP, LTD.
(1) Hillwood Construction Services/
Registration Number F-3114
Mr. Gary Jones
(1) Halff Associates/
Mr. Stephen Crawford
(1) Halff Associates/Mr. Lance Clinton
(1) Macgregor Associates/
Bill Woolwine
Mr. Thomas Holland
Sr. Manager, CMT
(1) Macgregor Associates/
BW/cn
Mr. Lee Rader
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/Mr. Michael Arellano
(1) City of Coppell/Mr. Rick O’Dell
(1) Ms. Sacha Miner
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019
TELFAX
CONCRETE CYLINDER TEST REPORT
Tradepoint Center II
Creekview Road & Freeport Parkway
Coppell, Texas
REPORTED TO:REPORT NO.
Hillwood 312
3090 Olive Street, Suite 300
REG PROJECT NO.
18520
Dallas, Texas 75219
SAMPLE DATE:
03-22-13
ATTN: Mr. Kerry Roetzel
TECHNICIAN:
C. Eisenhardt
PAGE:
1 of 3
CONTRACTOR:
Hillwood Construction Services
Location of Sample
Set Number Location Quantity Represented (c.y.)
1 Paving: 280’N, 90’E from SE building corner 40/840
2 Paving: 295’N, 120’E from SE building corner 140/840
3 Paving: 300’N, 60’E from SE building corner 240/840
4 Paving: 360’N, 125’E from SE building corner 340/840
5 Paving: 415’N, 100’E from SE building corner 440/840
6 Paving: 460’N, 40’E from SE building corner 540/840
7 Paving: 510’N, 120’E from SE building corner 640/840
8 Paving: 580’N, 110’E from SE building corner 740/840
9 Paving: 279’N, 129’E from SE building corner 840/840
Design Information
Source of Concrete Mix Identification Specified Strength (psi)
Potter 7752TP 4000
Test Results
SetCylinder Age @ Total Load Compressive Average Strength
No. ID Date Tested Test(lbs.)Strength (psi) (psi)
1 5440 03-29-13 7 108120 3830
5440 04-19-13 28 144540 5120
5440 04-19-13 28 144680 5120 5120
5440 Hold H
2 5441 03-29-13 7 128350 4540
5441 04-19-13 28 147370 5220
5441 04-19-13 28 155000 5490 5360
5441 Hold H
3 5442 03-29-13 7 116760 4130
5442 04-19-13 28 151340 5360
5442 04-19-13 28 158080 5590 5480
5442 Hold H
4 5443 03-29-13 7 119600 4230
5443 04-19-13 28 136810 4840
5443 04-19-13 28 149520 5290 5070
5443 Hold H
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019
TELFAX
REPORT NO. 312
REG PROJECT NO. 18520
SAMPLE DATE: 03-22-13
PAGE: 2 of 3
Test Results
SetCylinder Age @ Total Load Compressive Average Strength
No. ID Date Tested Test(lbs.)Strength (psi) (psi)
5 5444 03-29-13 7 102710 3630
5444 04-19-13 28 145610 5150
5444 04-19-13 28 142280 5040 5100
5444 Hold H
6 5445 03-29-13 7 108860 3850
5445 04-19-13 28 143690 5090
5445 04-19-13 28 147510 5220 5160
5445 Hold H
7 5446 03-29-13 7 109420 3870
5446 04-19-13 28 129410 4580
5446 04-19-13 28 140440 4970 4780
5446 Hold H
8 5447 03-29-13 7 104950 3710
5447 04-19-13 28 153360 5430
5447 04-19-13 28 147650 5230 5330
5447 Hold H
9 5448 03-29-13 7 104620 3700
5448 04-19-13 28 145380 5150
5448 04-19-13 28 142670 5050 5100
5448 Hold H
Cylinder Data
Air ConcreteAir Unit
SetCylinder SlumpTime of Temp.Temp.EntrainmentWeightTicket
3
No. ID (inches)Sample(°F)(°F)(%) (lbs/ft)Number
1 5440 5.0 5:00 AM 64 62 4.0 146.4 32591
2 5441 5.25 6:00 AM 64 68 4.1 146.8 32601
3 5442 5.0 7:00 AM 55 70 4.1 146.4 32611
4 5443 5.25 8:10 AM 50 62 4.5 146.4 32621
5 5444 5.75 9:10 AM 51 60 4.3 147.1 32631
6 5445 5.0 10:45 AM 49 61 4.3 146.8 32641
7 5446 5.25 12:15 PM 50 60 4.2 146.4 32651
8 5447 5.25 1:45 PM 51 61 4.5 147.0 32661
9 5448 5.0 3:30 PM 52 60 4.3 146.8 32671
Note: (1) Concrete was sampled in accordance with ASTM C-31
(2) Concrete cylinders were tested in accordance with ASTM C-39
REPORT NO. 312
REG PROJECT NO. 18520
SAMPLE DATE: 03-22-13
PAGE: 3 of 3
Submitted by:
E-Mail
Distribution:
(1) Hillwood/Mr. Kerry Roetzel
REED ENGINEERING GROUP, LTD.
(1) Hillwood Construction Services/
Registration Number F-3114
Mr. Gary Jones
(1) Halff Associates/
Mr. Stephen Crawford
(1) Halff Associates/Mr. Lance Clinton
(1) Macgregor Associates/
Bill Woolwine
Mr. Thomas Holland
Sr. Manager, CMT
(1) Macgregor Associates/
BW/cn
Mr. Lee Rader
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/Mr. Michael Arellano
(1) City of Coppell/Mr. Rick O’Dell
(1) Ms. Sacha Miner